MDU 175 / Dindigul Byepass /CMRDP Work / Dindigul Division

Road Work

Clearing light jungle including uprooting wild vegetation, grass, bushes, shurbs, sapling and disposal of unserviceable materials and stacking of serviceable material as per Clause 201 of MORT&H-V Revision

Road A

Excavation Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification.

Road A

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Road A

Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying, spreading, watering etc., complete as directed by the departmental engineers for making up of low berms More than CBR 5% (Earth Work Compaction Only)

Road A

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 - for grading- V Material

Road A

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 - for grading- III Material

Road A

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900

Road A

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM

Road A

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer

Road A

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- existing BT surface

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5

Road A

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Road A

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Road A (Providing Branch Road Improvements at Km 12/8 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 13/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 14/2 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 15/4 (LHS & RHS)

Road A (Providing Branch Road Improvements at Km 17/2 (LHS & RHS)

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS( Below sill). as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Cement Concrete M20 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Supply and fabrication of steel Grade Fe-550D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per MORTH Vth Revision Specification No. 1000, 1500, 1600, 900

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Reinforced cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Providing and fixing class1 PVC seepage pipes 4Kg Per cm2 of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Providing and fixing 110mm dia PVC pipes of required length for abutment and wing, including cost and conveyance of all materials to worksite cost and labour charges for fixing etc., complete to drain the back fill in between abutment and wings

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Providing and fixing 160mm dia PVC pipes of required length for abutment and wing, including cost and conveyance of all materials to worksite cost and labour charges for fixing etc., complete to drain the back fill in between abutment and wings

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 18/2

Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

Minor Bridge at Km 11/4

Minor Bridge at Km 11/8

Minor Bridge at Km 12/10

Minor Bridge at Km 13/10

Minor Bridge at Km 14/4

Minor Bridge at Km 14/6

Minor Bridge at Km 15/2

Minor Bridge at Km 16/2

Minor Bridge at Km 16/8

Minor Bridge at Km 18/2

Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for BOX CULVERT BASE SLAB AND WALL

Box Culvert at Km 11/10

Box Culvert at Km 12/6 & 12/10

Box Culvert at Km 13/2 (i), (ii)

Box Culvert at Km 14/10

Box Culvert at Km 15/6 & 15/8

Box Culvert at Km 16/10

Box Culvert at Km 17/2

Box Culvert at Km 17/4

Box Culvert at Km 17/8

Box Culvert at Km 18/4

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION OF RETAINING WALL

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900

Road A (Retaining wall at Km 11/8)

Road A (Retaining wall at Km 12/10)

Road A (Retaining wall at Km 13/10)

Road A (Retaining wall at Km 14/4)

Road A (Retaining wall at Km 14/6)

Road A (Retaining wall at Km 15/2)

Road A (Retaining wall at Km 16/2)

Road A (Retaining wall at Km 18/2)

Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.

Road A (Kerb type Center median at Km 12/8)

Road A (Kerb type Center median at Km 17/2)

Filling with gravel Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, greaded and compacted as per CL:407 of MORTH

Road A (Kerb type Center median at Km 12/8)

Road A (Kerb type Center median at Km 17/2)

Providing and laying of hot applied thremoplastic compound 2.5mm thick including reflectorising glass beads @ D 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, centre line marking.

Providing and fixing reflective road studs of 'category B' Raised payment markers made out of poly carbonate / SBD moulded body and reflective panels (bi-convex reflectors) with micro prismate lens capable of providing tal internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III Dt.11-06-97 and the length height and width of the body shall not be less than 100mm, 15mm amd 90mm and base of marker shall be flate within 1.3mm. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. Lence shall be moulded of poly carbonate or methyl methecrylate conforming ASTM D788. The area of each retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

Providing and Fixing of Retro Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade sheeting confirming to Type IV Standards of IRC - 67 :2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild steel angle and supported ona mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmX45mmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - reflectro sheet shall consist of minimum coefficient of Retro - Reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained :as per IRC 67:2012 (as per MORT&H Specification No.801)

Supplying and Installation of Delineators (Roadway indicators, hazard markers, object markers)80-100cm above ground level, painted black and white in 15cm, wide strips, fitted with 80x100mm rectangular of 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC79 etc., complete(As per MORT&H Specification No.805)

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs (with or without definition board) made out of High Intensity Prismatic, Grade Sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 45mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground Level etc, complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (as Per MORT&H Spec. No.801)

(Retro-Reflectorised Road Signs: (without definition board) (60 cm x 45 cm Rectangular Board)

(Retro-Reflectorised Road Signs: (without definition board) (90 cm Equilateral Triangular Board)

(Retro-Reflectorised Road Signs: (without definition board) (90 cm High octagon Board)

(Retro-Reflectorised Road Signs: (without definition board) (80 cm x 60 cm Rectangular Board)

Providing fixing of Median marker double sided made of poly carbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTMG 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10x10cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type-XI specifications as per ASTMD 4956. Area of reflective sheeting should not be less than 70cm2. Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67:2012 and ASTMD 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer incharge. Micro Prismatic grade Retro-Reilectro sheet shall consist of minimum co efficient of Retro-reflection as per Table 6.9 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharpbend, junction, ghat roads and critica lzone applications)

Solar Blinkers , Supplying of solar power blinker, Including Solar panel 600Wp, Solar LED Blinker with 300mm Dia (LED-192 no's) - Red and Yellow, Charge Controller - 12V/SA,SMF 40 AH I 12V Battery, Visible Distance - 1000 Meters, 24 hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and Other accessories, pole height 17'feet. Civil Works: ( Including Land Levelling, Cleaning and digging pits & concrete post grounding) Erection And Commissioning Work: Pole erection and levelling of pole, Testing and connection of batters, charger controller and solar panel wiring work

Providing and fixing of Retro Reflectorized Over head Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to TypeXI standards of IRC 67-2012 and ASTMD 4956-09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mmx 50mmx6mm. The Vertical support post for the installation of over head sign Gantry shall be made of 300 NB (NominalBore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (NominalBore) MS Pipe with 4mm thick and 40NB (NominalBore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mmx1200mmx25mm and MS Top plate of size 900mmx1650mmx16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co- efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67-2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in- charge etc., complete.

Providing and fixing of Retro Reflectorized Sign Boards made out of cube comer micro prismatic grade Fluorescent Coloured sheeting of Type-Xl standards of IRC 67-2012 and ASTMD 4956-09 specification, Digitally Printed using Latex printing for traffic colour, text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2 mm Aluminium sheet with back supporting frame of 50x50x6mm MildSteel ‘L’ angle and supported on a 150NB (NominalBore) pipe with 4.50mm thick with an over all height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below groundlevel. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100 mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Microprismatic Fluorescent Coloured sheeting should have minimum co-efficient of Retro-reflection values as per table 6.90 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3years outdoor exposure report shall be obtained as perIRC67-2012. The warranty shall be inclusive of digitally printed test / legends and their bonding to the retro-reflective sheeting(as per MorT&H specificationno.801). The Latex printer used for digital printing should have inks of low VOC emissions and have green guard, eco logo certificates as per UL2801 standards. of Size-3.64mx2.42m

Providing and fixing of Digitally printed Retro-Reflectorized sign board using UV Inkjet printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally printed using UV inkjet printer (UVIJ) for traffic colour images/logos/ text and laminated with clear electro cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick Aluminium sheet with back supporting frame of size 50mm x 50mm x6mm MS angle and supported on 2 numbers of 150NB(Nominal Bore) MS pipes of 4.50mm thck with an overall height covering from top of the board to the bottom of foundation. The clear height of the posts from the ground level to the bottom of the sign board shall not be less than 2.10m and the depth below ground level shall not be less than 1.10m. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with cement concrete M15 grade of size 45cm x 45cm x 110cm including cost and conveyance of all materials equipment, machinery and labour with all leads and lifts, loading charges and fixing in position for satisfactory completion of the work as directed by the engineer in charge etc., The micro prismatic grade retro - refletor sheet should have minimum co-efficient of Retro-reflection values as per Table 6.9 of IRC 67-2012. The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed images/logos/text/ legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No.801)

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